Dear Engineer's,
I'm doing construction stage analysis in SAP2000 V22.2.0, i am getting discrepancy deflection value between construction stage Vs Load case but sum of reaction is same.
Can anyone have a look and clarify.
i have attached SAP file with Text...
Dear Engineers,
How the channel steel section is differentiate from other sections.
Behaviour of channel section in minor axis...?
what are the advantage and dis advantage of channel section...?
Dear Creator,
We designing the Pinned steel column base plate by providing Anchor bolts near to the web of "I" section but how can we say this is pure Pinned base. It will create very small moments. how to overcome from this issue and how to achieve pure pinned.
Please all put your views to...
Dear bentley & friends,
I had modeled the floor beams as composite and gave design parameter for Eurocode but design not performed and I had changed the code to BS and AISC, in this two codes composite design is done but not in eurocode. Why?
How to fix this, please help me, i want to...
Dear Creator’s
Tapered tube in define property members is not designed, can anyone please fix this problem in staad pro v8i. In which code the tapered tube member performs design. Bentley members or anybody faced this type of problem, please guide.
Warnings:
***STAAD.Pro WARNING***
MEMBER...
Dear Creators
Can you please explain on my query related to TRUSS member, please find the attachment.
Thanking you
Arun S
http://files.engineering.com/getfile.aspx?folder=3ce92b02-f498-4a29-a3c7-7e0281040a0a&file=QUERY.pdf
Dear Creators,
How to calculate Builtup weld between flange to web in T-Section and if any reference please share.[highlight #4E9A06][/highlight]
Arun Shttp://files.engineering.com/getfile.aspx?folder=3a5876b4-f4c4-4ef0-aff3-b20d18d651cd&file=Capture.JPG
Dear creators,
Please give your feedback for this CHS to CHS brace connections.
As the CHS member size and thickness are same, we developed CHS welded joints as discontinuous in both directions in order to avoid local failures in CHS member.
Please suggest any drawbacks on the proposed...
Dear Engineers,
I’m looking for your help and guidance to do finish my job in perfect way and to shape my knowledge.
Please find the attached file and help me
Thanking you
Arun S
http://files.engineering.com/getfile.aspx?folder=0a58f41f-8611-49c2-8d96-dc12a957bcc0&file=QUERY.JPG...
Hi engineers,
I need your help to do my job in right way.
I got one bridge design (my 1st bridge design job), which is curve steel bridge. I had chosen the AASHTO specification for design. I had calculated the dead load, live load due to vehicle, construction load and still what are the forces...
Dear engineers,
I'm having one doubt please clarify, in bolted connection we provide slotted according to our requirement, so I doubt is where to provide the slot?
in member or plate?
if a member, what is the reason?
if plate, what is the reason?
please clarify..
By your Budding...
Dear Engineers
What is the projection length of Anchor rod from top bolt, is there any standard reference for projection length from bolt..
please find the attachment for query. looking ahead for your reply.
thank you
By your Budding Engineer
Arun S
Dear Engineers,
I need one clarification for using Design strength of Bolt in AISC and BS standards. Please look my following queries,
I. I’m using Grade 8.8 bolt in AISC connection calculation, what is the design strength of tension and shear strength….?
II. As per AISC-LRFD 2005, design...
